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THE FOLLOWING (USC 8 GS AND/OR USGS) TRIANGULATION STATIONS WERE USED: NAME CATHERINE ORDER 2nd COORDINATES X = 1,516,508.42 Y= 581,255,78 X= 1,231,566.60 Y= 523,643.10 GNAT 3rd 8ASIS OF VERTICAL CONTROL: use 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING 8ENCHMARKS: NAME D-156 4870.74 PS ORDER 2nd 2nd ELEVATION 6192.284 4869,860 LEGEND l:::, HORIZ. CONTROL o VERTICAL CONTROL X 8ENCHMARK "9?2 PHOTO CENTER + GRID POINT I ! CROSS SECTION z o POLE -x- FENCE o TREE "<Y>--J '-v 8RUSH or SCRU8 .... _ I' I I FOUNDATION or RUINS ~ __..J SECT/ ON LI NE + FOUND SECTION CORNER _I- I UNFOUND SECTION CORNER - APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED 8Y: ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303 - 593-0093 SCALE IN FEET 200 0 0 200 400 I ' , I CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER,COLORADO DECEMBER, 1982